Analysis of GFRP-reinforced beams in enhanced SCC
This study investigated the flexural behaviour of glass fibre-reinforced polymer (GFRP)-reinforced beams with two different ratios (0.68 % and 1.03 %) using traditional Self-Compacting Concrete (SCC) and SCC with 30 % Ultrafine Slag (UFS). The study analysed crack patterns, failure modes, load-defle...
Gardado en:
| Principais autores: | , |
|---|---|
| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado: |
Croatian Association of Civil Engineers
2024-08-01
|
| Series: | Građevinar |
| Assuntos: | |
| Acceso en liña: | https://doi.org/10.14256/JCE.3852.2023 |
| Tags: |
Sen Etiquetas, Sexa o primeiro en etiquetar este rexistro!
|